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RC-000154-2015
s v Ln � O 4 4 w N Ln -0 -o 0 O a U o � w tw � O o Cq O Ln Ln0 M w � a o z rrTT�� o a W Q 4 o G ai En o Ln C14 C14 C> 6" C7 � CO + O O Q N O p U > M 5 N cn Ir"I"11 � � � � Z � •� � N ca � v � •O �; � � f� � U U O_ v� X V O l7 p 't HU a > I ^S1 '1q 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-000154-2015 1 _NZ Tax Map No: 252.-1-36.7 Permission is hereby granted to: Stewart Construction. REVISED For property located at: 260 LOCKHART MOUNTAIN RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot pians and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: ANGELA KLADIS Attached Garage-Addition $150,000.00 Owner Address: 55 Mason RD Total Value $150,000.00 Cleverdale,NY 12820 Contractor or Builder's Name/Address Electrical Inspection Agency Stewart Construction PO BOX 42 Burnt Hills,NY 12027 Plans&Specifications Detached garage 960 s.f. Cross Ref. Site Plan Review 30-2014 and Area Variance No. 36-2014 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, May 5,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Townue bury; Tue y, ay 5, 2015 SIGNED BY: Y for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY FOsi 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150127 Application Number: A20150127 Tax Map No: 523400-252-000-0001-036-007-0000 Permission is hereby granted to: ANGELA& ROBERT KLADIS For property located at: 260 Lockhart Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ANGELA& ROBERT KLADIS 55 MASON Rd Garage-2 Cars Detached $150,000.00 Residential Addition CLEVERDALE,NY 12820-0000 Total Value $150,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency STEWART CONSTRUCTION PO BOX 42 BURNT HILLS,NY Plans&Specifications 2015-127 960 s.f. Detached garage w/842 s.f. temp. living space above, temp living space will be coverted to storage after SFD is built in year 2016 $312.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, May 05,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o uee bury; Jues', ,.►' a 15, 2015 i SIGNED BY r \ for the Town of Queensbury. Director of Building&Code Enforcement i PRIF CIPAL STRUCTURE APPLICATION Office Use Only DATE //L�JII S Received tt (!!l Tax -72.5,2. c 2-/ 3<c7 TAX MAP ID [j. 2 -- 1 3_6r Permit No. 201 -12'4. /, Permit Fee 3/02i C P�, ZONING Rec Fee / Site Plan# HISTORIC SITE Yes ✓ No Subdivision# , ((�' UU SUBDIVISION NAME ~ 1�v1 ri o1-.L9t# 7 t / ` 1 r TOWN Ba RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLUDING SINGLEAMIPAWEL.35GS, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. i TOWN OF QUEENSBURY ��"" BUILDING & CODES APPLICANT 'T►)illi 11�K'ill id-f/ f cL& 6/J%7Z 5 OWNER EV 112 6.1.4-P. Ald6 ii-tl4 IA: k-4-li-Di ADDRESS P° PA 113f0 ADDRESS SI DN lzerlp Goiiii P A) /Z/co? Qowqdif 1Jr PHONE/E-MAIL (057 6 " /3-11) PHONE/E-MAILZ 9 syI CONTRACTOR -1.- CtN'(7 / ©r) /Me, COST OF CONSTRUCTION(ESTIMATED): $ /6-0/0017 tt eeAer L rc rt /-,, �,p nn d/► ADDRESS: D pox Z BUILDING ADDRESS: 42 tock-" �I $1 ('" I 4O Od/W tiv-ix ivy /Zo2;- PHONE/E-MAIL t)dc�" Sir-uJ r/11t)n .l'U.(elef51(M1'l. 88r-S"1io2_0) CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: I.7 STrw 'r PHONE 3S -o Sl D (L) TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq. ft. 2nd floor sq. ft. Total sq.ft. Height 1 Single Family ✓ ) a iiZ jr i Two-Family �X,a0‘• = 1(ovE� b`II. Ccs Multi-Family �� iu I� � (#of units ) (Al 7,TO n �cy- .)--1✓I S Townhouse ' Retail - Mercantile ``' (L i1 Factory - Industrial T" 4.6. «Jctet� --- iG%eT 11UiJ n ^T-t 't ra� /Peer3ed Garage � ,fe (#of C ) # JL ��q6o iOther �•r or ° LAALi` v2UUJ �' ,2 . ,_-'-- f? Town of Queensbury Building&Codes PrincipalStrppl� y 'W� 1i iA a4 obi. 4,k-eL7L< 5iurr1" e / ZN If commercial or industrial indicate name of business Propi;sed use of building or addition 64E1Ttf9 Is1DMe--1-' Source of heat (circle one) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys ifJaAJE, Are there structures not shown on plot plan? #0 Are there easements on the property? /VD Site Information a. Dimensions or acreage of lot 2-4 A-Gei- b. Is this a corner lot? N i2 c. Will the grade be changed as a result of construction Yes V No d. Public water or Private well ?/Z4/ e. Sewer or Private Septic System J'2/ '11 r2. S f1 m ` y ST46:AK Value of all work to be performed (labor or materials) $ elf /- DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement I description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I I we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: pa 65 7. -- DATE t1/4 /1 SIGNATURE: 44441rA DATE y/ZV7.5— 1-OR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions L Town of Queensbury Building&Codes Principal Structure Application July 2014 Town of Queensbury Building & Code Enforcement 0-(2_01/11 Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: 3'/ 7/i S/ Name: � �r S Inspected on: g , ' / S Location: 0 � OWT /2 n Arrive: a.m./p.m. Permit No.: l L 27 Inspector's Initials: ./ TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center -''cce and water shield 24 inches from wall j Fire separation 1,2, 3 hour /2- , t./ Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing /Firestopping Inspection Report ---#9/:\i/le;e0 Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 / a/►1 Framing I Firestopping Inspection Report i Inspection request received: a-(4, )(S Name: &'.b 'c,,e63 Inspected on: • ,-7 h 'A ' Location: (9CaC) ;/-Ca i"t/' 1"7 Arrive: • 1 a.m.I p.m. ' Permit No.: ZIS-/ ,)-7 Inspector's Initials: TYPE OF STRUCTURE: 17:c cL r t 1,-1 Ter‘y. 4,V I t -,16r . ww_.,... izbc101_ S.kt,Jr-r--1-- , . Y N NIA Ec( COMMENTS: k �J c5 I Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided • Bracing/Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"0.C. Headroom 6 ft.8 in. Stairwells 36 in.or more 1 Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolte 6 ft. or l24 center from 1 E j ii Ice and water shield 24 inches from wall ‘21/V1) —( ire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side''/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing I Firestopping Inspection Report Rough Plumbing 1 Insulation Inspection Report Inspection request received j Name K1aci‘S Inspected on 131 2_0-tc3 Location 2-VO LoC..1t Arrive — am/pm Permit No. 15 12-1- Inspector's Initials1724-1)\-4—X)_ Type of Structure (6..yemff � COMMENTS Y N NA Plumbing under slab 1 4$e- A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Yz inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received 6` \ 20, Name Inspected on 61 k 2.Cit5 Location 260 ` k} ,�f- MA-n• Arrive l am I pm Permit No. 'ZD j - 12 4-- Inspector's Initials Type of Structure �- YP � COMMENTS Y N NA Plumbing under slab � jj cj cj1 02._ •oughPurn• . ••'.Plates • - • . -n /Vents in Place 1 V2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air/ Head CV/ 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape Blower Door Test Air Sealing Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 --1( Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: • m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ' NAME: A i-1 S PERMIT#: 15 LOCATION: l(f%(% L k /-{ 'r i2-1)- INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. •Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill Approval Plumbing Under Slab ��-PVC/Cast/Copper ' .Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report ,),Jot /11,-/-e, -4) pr), Office Office No. (518)761-8256 Date Inspectionfreq - e•- ed: 7 iv"ow1 J Queensbury Building&Code Enforcement Arrive: Ai a . Depart: r m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials ,1 NAME: IQ 15 P r IT#: O`S Ic 7 LOCATION: 26,6 r err 'SPECT ON: Md a ,� Z l 5 TYPE OF STRUCTURE: G, i/ CI- ' ` 0aHrksComments IAyA614, Y N N/A Footings Piers " Monolithic Slab /CidW°Z°r� Reinforcement in Place g -,5 () .- 0 6 J The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. is for this purpose on site. Foundati all our \j/ Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width footing inches above o otin g 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Im-1 Z. Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: -4'\`-j`IS Queensbury Building&Code Enforcement Arrive: am/pm Depart: U r Ic<m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: k,1CACI,lS PERMIT#: 15-12:1- LOCATION: 12-1LOCATION: 210 D 6dcv✓t' h �• INSPECT ON: ‘-4-"\I L \Dal TYPE OF STRUCTURE: Comments Y N N/A Footings To8d ir 1 Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ✓ �'� -`iSC�� ` Footing Dowels or Keyway in place V Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: )15 Queensbury Building&Code Enforcement Arrive: am/pm Depart: - pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Eves-) PERMIT#: ) 251 LOCATION: 0 [?pv►vlrh INSPECT ON: )\ 15 IS TYPE OF STRUCTURE: S� Comments Y N N/A Jeff S b l _ 2,19-(5 /r Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour R- einforcement in Place (/ Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing F- ooting Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper F- oundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 N SITE LOCATION MAP SCALE: 1" = 2000' TEST PITS AND PERCOLATION TESTS WERE CONDUCTED AT SEVERAL LOCATIONS ON THE SUBJECT PROPERTY ON DECEMBER 5, 2013 BY DENNIS MocELROY, PE. THE RESULTS WERE AS FOLLOWS: TP # 1 - DOWN GRADIANT OF GARAGE 0 - 9 TOPSOIL, ORGANIC MATERIAL 9 - 58 LOAMY SAND TO FINE SAND 58 - 76 FINE SAND, FIRMER AT DEPTH (GRAYISH BROWN) NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER TP # 2 - DOWN GRADIANT OF GARAGE, NORTH OF #1 0 - 8 TOPSOIL, ORGANIC MATERIAL 8 - 26 LOAMY SAND 26 - 70 FINE SAND, FIRMER AT DEPTH (GRAYISH BROWN) NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER TP # 3 - ADJACENT TO GARAGE 0 - 8 TOPSOIL, ORGANIC MATERIAL 8 - 22 LOAMY SAND 22 - 70 LOAMY TO FINE SAND, FIRMER AT DEPTH (GRAYISH BROWN) NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER TP # 4 - ON PLATEAU AREA BELOW HOUSE SITE 0 - 7 TOPSOIL, ORGANIC MATERIAL 7 - 26 LOAMY SAND 26 - 70 LOAMY TO FINE SAND, FIRMER AT DEPTH (GRAYISH BROWN) NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER LOCKHART ROAD PROPOSED HOUSE LOCATION PROPOSED GARAGE LOCATION OVERALL SITE PLAN SCALE: 1" = 300' TP # 5 - ADJACENT TO TP#4 0 - 7 TOPSOIL, ORGANIC MATERIAL 7 - 26 LOAMY SAND 26 - 68 LOAMY SAND TO SAND, FIRMER AT DEPTH (GRAYISH BROWN) NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER TP # 6 - WESTERLY SIDE OF HOUSE SITE 0 - 7 TOPSOIL, ORGANIC MATERIAL 7 - 26 LOAMY SAND 26 - 70 LOAMY SAND TO SAND, FIRMER AT DEPTH (GRAYISH BROWN) NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER TP # 7 - WESTERLY SIDE OF HOUSE SITE p 7 TOPSOIL, ORGANIC MATERIAL NO LEDGE, NO OBSERVATION OR INDICATC'� 0� GiaOL. PERCOLATION TESTS PT #1 - ADJACENT TO TP#1 PT #3 - ADJACANTTO TP #4 STABILIZED RATE - 8 MIN./INCH STABILIZED RATE - 6 MIN./INCH PT #2 - ADJACENT TO TP#2 PT #4 - ADJACENT TO TP #5'\, STABILIZED RATE - 15 MIN/INCH STABILIZED RATE - 7 MN/INCE\ TOWN OF QUEENSBURY PLANNING BOARD RESOLUTION -APPROVE SITE PLAN 30-2014 ADIRONDACK MECHANICAL - ROBERT KLADIS TAX MAP ID 252.-1-36.7 / PROPERTY ADDRESS: 260 LOCKHART MOUNTAIN ROAD A SITE PLAN APPLICATION HAS BEEN MADE TO THE QUEENSBURY PLANNING BOARD FOR THE FOLLOWING: APPLICANT PROPOSES CONSTRUCTION OF A 2,910 SQ. FT. (FOOTPRINT) SINGLE FAMILY DWELLING. PROJECT INVOLVES THREE (3) GARAGES -264 SQ. FT. ATTACHED GARAGE, 1,200 SO. FT. DETACHED GARAGE, 380 SQ. FT. PORTE COCHERE WITH DISTURBANCE OF 43,200 SO. FT. SITE PLAN: PURSUANT TO CHAPTER 147-11 & 179-6-060 OF THE ZONING ORDINANCE THE PROJECT IS CONSIDERED TO BE A MAJOR STORMWATER PROJECT AS DISTURBANCE LIMITS APPEAR TO BE IN EXCESS OF 15,000 SQ. FT.; CONSTRUCTION WITHIN 50 FEET OF SLOPES IN EXCESS OF 157 AND SHALL BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. SEQR TYPE 11 PB MADE A RECOMMENDATION TO THE ZBA ON 5-20-14; THE ZBA APPROVED THE VARIANCE REQUESTS ON 5-21-2014; A PUBLIC HEARING WAS ADVERTISED AND HELD ON 5-22-2014; THIS APPLICATION IS SUPPORTED WITH ALL DOCUMENTATION, PUBLIC COMMENT, AND APPLICATION MATERIAL IN THE FILE OF RECORD; MOTION TO APPROVE SITE PLAN NO 30-2014 ADIRONDACK MECHANICAL - BOB KLADIS %. RODUCED BY BRAD MAGOWAN WHO MOVED FOR ITS ADOPTION, SECONDED BY THOMAS FORD: AS PER THE RESOLUTION PREPARED BY STAFF: 1)PURSUANT TO RELEVANT SECTIONS OF THE TOWN OF QUEENSBURY ZONING CODE -CHAP --R 179-9-080, THE PLANNING BOARD HAS DETERMINED THAT THIS PROPOSAL SATISFIES THE REQUIREMENTS AS STATED IN THE. ZONING CODE; 2)THE LIMITS OF CLEARING WILL CONSTITUTE A NO -CUT BUFFER ZONE, ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED AROUND THESE AREAS AND FIELD VERIFIED BY COMMUNITY DEVELOPMENT STAFF; 3)ENGINEERING SIGN -OFF REQUIRED PRIOR TO SIGNATURE OF ZONING ADMINISTRATOR OF THE APPROVED PLANS; 4)FINAL APPROVED PLANS, IN COMPLIANCE WITH THE SITE PLAN, MUST BE SUBMITTED TO THE COMM'\ DEVELOPMENT DEPARTMENT BEFORE ANY FURTHER REVIEW BY THE ZONING ADMINISTRATOR OR BUILDING CODES PERSONNEL. 5)THE APPLICANT MUST MEET WITH STAFF AFTER APPROVAL AND PRIOR TO ISSUANCE OF BUILDING PERVT AND/OR THE BEGINNING OF ANY SITE WORK. 6)SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING PERMITS IS DEPENDENT ON COMPLIANCE WITH THIS AND ALL OTHER CONDITIONS OF THIS RESOLUTION. 7)AS-BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS TO BE PROVIDE PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. DULY ADOPTED THIS 22ND DAY OF MAY 2014, BY THE FOLLOWING VOTE: AYES: MR. FORD, MR. SCHONEWOLF, MR. DEEB, MS. WHITE, MR. MAGOWAN, MR. 1-1- -- NOES: NONE ABSENT: MR. KREBS SITE STATISTICS PARCEL AREA ZONING DISTRICT SETBACKS FRONT SIDE 1 SIDE 2 REAR PERMEABILITY WATER SUPPLY WASTE WA TER STORM WA TER 24.86 ACRES RR-5A/LC-10 REQUIRED PROPOSED 100/100 351 75/100 122 75/100 106 100/100 750 98.59 DRILLED WELL ONS/ TE ONSITE (SEE SCR) NO NEIGHBORING WELLS OR WASTEWATER SYSTEMS ARE WITHIN 200' OF THE PROPOSED WELL AND/OR WASTEWATER SYSTEM. SITE LIGHTING WILL CONSIST OF STRUCTURE MOUNTED INCANDESCENT AND/OR FLORESCENT FIXTURES AT GARAGE ENTRIES, PASSAGE DOORS AND RESIDENCE ENTRIES. ALL LIGHTING SHALL HAVE DOWNCAST FIXTURES THE DISTURBED AREAS ADJACENT TO THE RESIDENCE AND GARAGE WILL BE ADORNED WITH TYPICAL RESIDENTIAL LANDSCAPING CONSISTING OF SMALL TREES, SHRUBS AND GROUNDCOVER ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED AT THE LIMITS OF DISTURBANCE. GRAPHIC SCALE 80 160 SCALE 1 INCH =40 FOOT MAP REFERANCE: BOUNDARY INFORMATION, EXISTING SITE CONDITIONS AND TOPOGRAPHY HAVE BEEN OBTAINED FROM MAP ENTITLED "MAP MADE FOR ROBERT AND ANGELA KLADIS" BY VAN DUSEN AND STEVES LAND SURVEYORS DATED DECEMBER 14, 2004. II TGWN OF OUEEN�BURY TION FIELD L-x't I I W C\2 C\2z ' ^ Lo x v � C\2 � Ems-+ Z � ao Z Jaz C4 A U Q l � N 00Q W W z In W Iml0 W w Qom' E z�W 'n z V 4.4 C W�a E-+ (D C;6 a Gaa =I Z z aFP w� �� z. E (2� O M W V (� F� � O I z Lu W a 0 ® O Z o az > 5� aQ� c°H W�uz, } m z LL1 m o m 0 m 0 < 7 i _l w w w z z a LLJ !ri Y w w i a �� w LLJ O 3 m s a w z? m U) o oz w (F oz ra Nm V :2 wm 5m mo it Wo N �o 3 O z r - w (n [� _